HomeMy WebLinkAboutHAMANN ADDN #1 BLK 1 LT 1 Onsite File
Hamann
Addition # 1
Block 1
Lot 1
#050 - 611 - 21
Municipality of Anchorage
On, -Site Water and Wastewater Section - (907) 343-7904 Page I of 3
ON -SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP191308 PID Number: 050-611-21
Dwelling: [1701 Single Family (SF) 0 with ADU [I Duplex (D) [:1 Two Single Family Project: n New Upgrade
Narrie
Ian Frazier
ABSORPTION FIELD
El Deep Trench F] Wide Trench Eil Bed ❑ Mound
Site Address
24430 COLEMAN CIR
# Other
Phone
Number of Bedrorynis
Soil Ravng lJotal depth from original grade
240-7290
3
1.2 GPD/SFJ 5 Ft
LEGAL DESCRIPTION
Depth to pipe invert from original grade Gravel depth beneath pipe
1 2 Ft. 3 Ft
Subdivision Blook Lot
HAMANN ADDN #1 BLK 1 LT 1
Fill added above original grade Gravel length
2+ Ft. 70 Ft
Tumiship Range Section
Gravel width
3 Ft.1
Be s: Number of Lines
Distance between lines
Ft
SEPARATION DISTANCES
To, Septic Absorption Lift Station HoldingSewer
Total absorption area
Number of trenches
Dist. between trenches
Tank Tank Line
From Field
420 Ft-]
Ft
well 100'+100'+ na na 25' +
!
TANK 09, Septic [3 S.T.E.P. [I Holding Cl Other
Nitanufacturer Capacity
GREER 1000 Gal
Surface Water 100'+ 100'+ na na
IM-aterial Number of compartments
Plstc
Lot Line 10'+ 10'+ na na NA
Foundation 71+ 41+ na
na
LIFT STATION
Manufacturer Capacity
Gal
IA
Remarks Garage constructed after septic system
irm location Electrical installed by
Tankto D3034
PIPE MATERIAL Ito e to tank D3034 drainfield
Installer
Owner Installer
Drainfield COMT D3034
InspectorNorthRim Eng.
BENCH MARK (Assumed elevation) 100 ft,
Inspection v, 9120/19 9/23/19
Location and description
dates� 2f"
door sill
3'd 9/25/19 4tv.
ON -SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: Date
OF q4 't
s * : 49 �.� � f
Septic System
01i
Steve Eng
♦CE-62W•
Approved Date 3
Al I f
WiN
4 9/ 17 2 4r
Note: this approval does not include well pert -nit requirements.
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BILL & COLE
ULLIVAN WATER WELLS
P.O. Box 670269, Chugiak, AK 99567 688-2759
OWNER OF LAND: Ian & Jennifer Frazier
ADDRESS: 24400 Coleman Cir. Eagle River, AK 99577
LEGAL DESCRIPTION Hamann Addition 1 Block 1 Lot 1
DATE: 5-13-20
PERMIT OSP191308 DATE OF ISSUE: 7-25-19
NUMBER:
TAX IDENTIFICATION 05061121000
NUMBER
is well located at approved permit location: ®Yes ❑No
Method of Drilling: ®air rotary Elcable tool
Depth of Well: 400'
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth 64 feet
Liner type
Static Water Level: 58 feet
Recovery Rate 12 gpm F7 gph
Method of Testing Air
Well Intake Opening Type: open end ®open hole
Fj Screened Start feet Stopped
EJ Perforations Start feet Stopped
Grout Type: Bentonite Volume: 250 Ibs
Depth: from 2 feet, to 42 feet
Well Disinfected Upon Completion: ®yes no
Method of Disinfection: Chlorine 50 PPM
Comments:
Shallow bedrock surface seal per MOA code.
R
Bore Hole Data
Depth
From To
0 2
2 4
4 8
8 37
37 70
70 110
110 112
112 400
Casing Stickup
Overburden
Silty Sand & Gravel
Hardpan
Bedrock Gray
Bedrock Green Hard
Bedrock Gray w/ Quartz
Bedrock Green Hard
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality
of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough:
Department of Environmental Conservation.
Pump Installation Log
Arctic Pump & Well Inc .
Jim Sullivan
PO Box 770197
Eagle River, AK 99577
(907) 688 -2510
(907) 243 -2282
jim@arcticpump.com
osp191308
05061121000
7/25/2019
Hamann add 1
1
1
Jennifer Frazier
24430 Coleman Cir
Eagle River AK 99577
7/28/2022
380
Franklin
10FRD07P4-2W230
197 psi
10
Martinson
Well Drilling Permit Number:
Parcel Identification Number:
Date Of Issue:
Legal Description
Lot:
Block:
Property Owner Name Address:
Pump Installaion Date:
Pump Intake Depth Below Top of Well Casing:
Pump Manufacturer's Name
Pump Model:
Pump Size:
Pitless Adapter Burial Depth:
Pitless Adapter Manufacturer's Name
Pitless Adapter Installer:
Well Disinfected Upon Completion?
Method of Disinfection:
u/k
Yes
Chlorine
Comments:
Pump Installer Name:
Arctic Pump & Well, Inc.
5Y
Monday, October 2, 2023
AK BUILT CONSTRUCTION & DESIGNy LLC
GENERAL CONTRACTING - ENGINEERING - PROJECT ADMINISTRATION
December 5, 2024
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Section
PO Box 196650
Anchorage, AK 99519
RE: Hamann Addn #1 Block 1 Lot 1— Septic Tank to Foundation Waiver & Absorption Field to
Foundation Waiver
A waiver is requested to allow a septic tank to be located closer than 10' to a building foundation. The
requested separation is 7' between the septic tank and the building foundation.
Anchorage Municipal Code (AMC) 15.65.205 B. 1. c. states the following,
For a conventional foundation having a strip footing or a shallow foundation consisting of
a concrete slab with thickened edge, a septic tank shall not be located within the
foundation soil bearing prism established by a forty -five -degree plane extending down
and outward from the bottom outside edge of the footing or thickened slab edge, or a
minimum of ten feet from these types of foundations.
Exception: A septic tank may be located no less than five feet from a foundation
supporting a storage -shed, greenhouse, agricultural building, shop, garage, carport, or
similar structure having a total gross floor area of 600 square feet or less and having an
eave height of ten feet or less.
The subject parcel is served by a septic tank located on the west side of the residence. The ground level
space of the residence is garage space, with the living space planned to be constructed atop the garage
footprint. The construction consists of a conventional foundation having a strip footing. The tank is located
approximately 7' from the exterior face of the foundation. This is less than the 10' required by the above -
cited code. When analyzing the foundation soil bearing prism of 45% the septic tank is determined to be
outside of the foundation soil bearing prism. See attached figure for septic tank to foundation section.
A second waiver is requested to allow an absorption field to be located closer than 10' to a building
foundation. The requested separation is 4' between the septic tank and the building foundation.
AMC 15.65.210 B. 1. i. states the following,
A subsurface disposal field shall be located in compliance with the separation distances
required by state code, and not less than: Ten feet from any building foundation.
Exception: Piles extending below the bottom of the disposal field and supports for decks
and stairs.
The subject parcel is served by an absorption field located on the west side of the residence. The
absorption field has approximately 4' of cover with 3' of effective depth and is oriented east -west, with
the eastern most end located approximately 4' from the exterior face of the foundation. This is less than
the 10' required by the above -cited code. The exception provided in AMC does not apply to this absorption
field. The ground level of the residence is garage space, the floor is constructed of concrete atop insulation
PO Box 771 203, EAGLE RIVER, AK 99577 - PHONE: (907) 854-91 1 5 PAGE t of 2
AK BUILT CONSTRUCTION & DESIC,N, LLC
GENERAL CONTRACTING - ENGINEERING - PROJECT ADMINISTRATION
and a vapor barrier. The invert of the absorption field distribution pipe is located beneath the level of the
garage slab. it is deemed not feasible for effluent from the absorption field to permeate upward and
penetrate through the garage floor slab. There is no anticipated negative impact due to the field proximity
to the foundation.
Soils on the subject parcel are poorly graded sand with silty gravel and percolation rate of 2.5 min/in, per
Northrim Engineering test hole data dated 5/23/2019. The percolation rate of these soils is anticipated to
allow adequate effluent infiltration without impacting the interior garage space.
The topography of the lot slopes downhill from north to south. The lot has been balanced to accommodate
homesite construction and driveway access. The absorption field runs parallel with the modified lot
contours. There is no anticipated negative impact due to the lot topography.
The anticipated wastewater flow is from a 3-bedroom residence. There is no anticipated negative impact
due to wastewater flows.
AK Built Construction & Design, LLC does not have reason to believe there will be probable adverse
impacts to adjacent properties by approving both waivers.
If you have any questions, please contact me.
Sincerely,
Robert Colles, PE
AK Built Construction & Design, LLC
Project Manager/Managing Member
907-854-9115
rlcolles@akbuilt.net
Enclosures:
Tank Section & Field Section Diagram
A.
T
01
.........
. Robert Ceps, PE
c4; � No. CE-161373-9
IAMW
���
PO Box 771 203, EAGLE RIVER, AK 99577 - PHONE: (907) 854-91 1 5 PAGE 2 OF 2
GARAGE
GARAGE PCC SLAB
8" CONCRETE WALL
7'
10"x16" CONCRETE FOOTING
BUILDING SEWER
45°
45° FOUNDATION SOIL BEARING PRISM \ \
GARAGE
GARAGE PCC SLAB
- - - - -7-
VAPOR BARRIER
TANK TO FOUNDATION SECTION
SCALE: 1" = 4'
8" CONCRETE WALL
— 4'
-----T
4,25'
y GRADE
4'
GRADE
1,000-GAL POLY TANK
BY GREER
m*-lo aflo il9[:49►7
3' DISTRIBUTION PIPE
ABSORPTION FIELD TO FOUNDATION SECTION
SCALE: 1" = 4'
* * * * VARIANCE/WAIVER REVIEW * * * *
Waiver#: OSV241067 COSA#: Permit#:
PI D#: 050-611-21
Legal Description: HAMANN ADDN #1 BILK 1 LT 1
Engineer: F\D CS is P_- c LC f�-_ S
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the F0V vn1'7iU V has been approved. The approved separation distance is 4.0 feet.
This waiver approval applies to the existing absorption field only. Any future upgrade to the on -
site wastewater disposal system will require all separation distances be met or another approval
from this department. The tank to foundation separation does not require a waiver as the tank is
not located within the foundation soil bearing prism as shown by the engineer.
Waiver is Granted: X Waiver is not Granted: n
Date: _ 2 �� Z- Approved by: ""_
Name of kekiewer
**** VARIAN C EMAIVE R REVIEW ****
Townsend, Curtis L.
From: Jennifer Sandvik <minimonkeyak@icloud.com>
Sent: Thursday, September 26, 2024 10:23 PM
To: Townsend, Curtis L.
Subject: 24430 Coleman
[EXTERNAL EMAIL]
Good day. Here are the photos of the shed. It is not a permanent structure. The last photo shows were the septic
pipes are.
I can deliver the water sample to the Wasilla company on Monday.
I left a message for Steve Eng. I'll try again tomorrow.
I hope to get this all squared away soon.
Thankyou,
Jennifer Sandvik.
Sent from my iPhone
NPAL" ,1 Y MUNICIPALITY OF ANCHORAGE , e n I s.
/ • \ On-Site Water&Wastewater Program `'
PO Box 196650 4700 Elmore Road r
s Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,� ��
httpalwww.muni.org/onsite
\ epartment
On-Site Water & Wastewater System Permit
Permit Number: OSP191308 Effective Date: 7/25/2019
Work Type: WellSeptic Initial Expiration Date: 7/24/2020
Tax Code Number: 05061121000
Site Legal Address: HAMANN ADDN #1 BLK 1 LT 1 G:0161
Site Mailing Address: 24400 COLEMAN CIR, MTA, Eagle River
Owner: FRAZIER JENNIFER & IAN Lot Size in Sq Ft: 44168
Design Engineer: NORTH RIM ENGINEERING
Total Bedrooms: 3
This permit is for the construction of:
2 Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 2 Private Well 0 Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
�� Date: 7
Received By: i �?#. - 7 �/
Issued By: 0 /�.l',l'h (1_?,<< // Date:
MUNICIPALITY OF ANCHORAGE
s."--c ` ' Phone: 907-343-7904
Development Services Department _✓� Fax: 907-343-7997
On-Site Water & Wastewater Section
608910
ON-SITE SEPTIC/WELL PERMIT APPLICATION Z JUL 2019
a- D
3
�� ti
Parcel I.D.050-611 21 240 72 ��
Property owner(s) Ian Frazier Day phone 6 8
Mailing address 24400 Coleman Circle
Site address Same
Legal description (Sub'd., Block & Lot)
Hamann Addition #1 Block 1 Lot 1
Legal description (Township, Range & Section)
Lot Size 44,168 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply) Single Family (SF) H
Absorption Field ❑ Initial Ili Single
ADU)
Septic Tank ❑ Upgrade ❑ Duplex (D) E
Holding Tank ❑ Renewal ❑ Multiple Dwellings n
Privy ❑ (SF and/or D)
Private Well Fl
Water Storage ❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(--------- ______IPE__
(Signature of property owner or a orized agent)
Permit/Rush Fees: d '2 o-6 Waiver Fees:
Date of Payment: 11,1111q Date of Payment:
Receipt Number: OLI534D Receipt Number:
/1,C
Permit No. �1P1Q(30g Waiver No.
G\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
NRTHIM
cikqINEERING SteveEng.com Hamann#1 Block 1 Lot 1
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: This is a new 3-bedroom, single family home. This is a
developed subdivision. This is a large lot. No adverse impacts are expected from
tank/trench upgrade. No conflicts to the other lots will take place by this septic system
construction upgrade. A new soil test reveals sand(SP)w/gravel. An application rate of 1.2
GPD/FTP. Length= 375 FI'2/3'x 2= 62.5' trench (3' effective). Say 1 trench @ 63'. Water
wells are drawn.
Specification Requirements: All components and work must comply with the
Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water
Regulations and Wastewater Regulations.
• Two compartment, New 1000 gallon septic tank. Install Double Cleanouts.
• Install new foundation cleanout/sewer service if required.
• 10' minimum between the tank trench, tank to house. 10' to property lines,
• 3' of cover or insulation is required for trench; 2" Minimum thickness for insulation
can substitute for 1' cover.
• Tank & solid pipe must be set on well compacted, stable soil.
• 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation
wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two
adjacent opposing cleanouts between the tank and the absorption field, not more than
10' from the tank positioned to provide cleanout access towards the tank and towards
the absorption field. Install Manway Riser in 1st Compartment.
• All cleanouts must extend to at least ground level.
• In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.
• Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from
drain-rock.
• Drain rock to be 1 inch to 2 inch screened. Drain rock to be distributed uniformly
throughout the trench.
• Perforated pipe to be installed level with perforations down.
• Silt barrier(filter fabric) to be installed above the drain rock.
• Smeared trench sides must be raked or scarified before drain rock placement.
• The finish grade must be mounded to promote drainage away from trench.
• Insulation must be placed over any pipe installed under driveways or parking areas.
• Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789,
ABS ASTM D2661,
• Sewer Service Line is minimum 2% slope.
• Septic Tank to be pumped every two years or when required.
• Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal)
.44411.
i* 49T=* **,
Stew Eng
j,,,,
11
1. New Trench Depth At 5'.
2. New 1000 Gallon Septic Tank.
3. 3' Cover Or Insulate.
4. Lots Served by Private Water Wells.
5. No Conflicts Within 200'.
6. Check Well Separation Prior To Construction.
7. Septic Tank NOT Under Driveway.
Septic
Area /157
Septic Well>100'
Area
New 1'IO Gallon
ep lc Tank w/DCO's
/157 .3.�
_�
/15
7 Adak
4,.
New erns Trends HT .t:O o N iLP
` o y' �Y
Q.Y R100.0 /157
THD \'r Fco 3 Bairn
CO / Proposed
'715X ° Water Well
is, ,(/t;t;
4'Q,916, Tie Es,�,, ��e ht
4:),.. ----- /15.7„, FES
S
°acy ''
Road Ditch
Drop<5'
NORTHRIM =�P-.� °F .4(4;! HAMANN ADDITION # 1 iN = 50'
ENGINEERING ,� . -v1. PLAN
SteveEng. corn ;* 4s 1 BLOCK 1 LOT 1
SkAteSPO Box 770724 ,,c Steveng'�' W LAYOUT
Eagle River, Alaska 99577 Str, •.. CE-6 g NEW SEPTIC / WELL
907. 694. 7028 '' '/2s'�'9�� NFW TANK / TRFNfM Dote: EET:
7 / /1Q IT r.0 '?
Foundation Cleanout
/ Tank Cleanouts
Fin ^amide Opposing Cleanouts Between Septic Tank & Trench
4'Cover
or Equal
1000 Gallon
MDA-Approved Mounded Cover To Match Terrain
Septic Tank Monitor Tube
Solid Pipe leanout
I I
FinQ' Gr
DESIGN Depth ofE New Trench is 5'. Dri9qnQ Gr0U 11111111111 adP
2. Septic Tank & Solid Pipe to be Placed on Compacted, .5'
Stable Soil, Free from Boulders. Filter Fabric
3. Sewer Service Line is Minimum 27. Slope & 3' Cover. ■Ult^'
4. Water-Tight Couplings.
5'
5. See Specification Sheet.
6. All Work To Conform to Municipality of Anchorage (AMC) 3'
Requirements & Specifications.
7. Maintain 3' Cover Over Trench Or Insulate.
Drain Rock j
3, i
%%%%%%%%%%%%%%
NOR THRIM °F
ENGINEERING ,:*P• 7:, TRENCH END VIEW HAMANN ADDITI❑N #1
SteveEng. com % SEPTIC TANK PROFILE BLOCK 1 LOT 1
924 11 ' Stine Op i
£oy/e Riven A!o Alaska 7 99577 � 7�7�r9 = SEPTIC SYSTEM ate: "Drown
907 694.7028 NEW WELL/SEPTIC 7/18/19 S Igab: '' = 5 ' ISET 3 of 3
SE
.
SOILS LOG — PERCOLATION TEST
TI-SIM Date Performed: 5/23/19
_I\J\ NEERING
Performed For: Owner
Legal Description: Hamann Add #1 B1 L1
DEPTH
(FEET) T.H. Location: See Attached Test
Organic
1 - Boring Location Map
2 - 0 �
: ..,Q SP Sand
3
4
W/ Groundwater? No
5 - Depth
6 GM Gravel Water Depth
7 - 0 . •:.- After Monitoring.9' Date: 5/31/19
8 # Date Gross Tine Net Tine Depth Net Drop
0' 1 6/5 0 -- 6" -
9
10 �..1
�/� 2 6/5 10 10 min. 2" 4
3 6/5 10 -- 6 __
"
11
C7 ' 4 6/5 20 10 min. 2" 4"
13 -
5 6/5 20 -- 6„
4"
•
15 -
14 - 6 6/5 30 10 min. 2" -
2" 4"• 7 6/5 30 -- 6"
16 - 8 6/5 40 10 min. 4-
17 - 9 6/5 40 --
6"
" 4'
18 - 10 6/5 50 10 min. 2 --
19 - 11 6/5 50 --
6"
20 - 12
6/5 60 10 min. 2" 4"
21 - Percolation Rate 2.5 min/in Perc Hole Diameter 6"
Test Run Between 3' & 4'
omments: Measured To The Nearest 1/16". CERTIFY THAT THIS TEST WAS
erformed By NorthRim Fng. I
erformed in Accordance with All State/Municipal Guidelines in Effect
N THIS DATE. DATE:
N OR TH R I M ••'•mo
-•'��- w,A<, HAMANN ADD #1 TH
ENGINEERINGire-
S t e ve En9. corn f*.491 * B1 L1
PO Box 770724 A sig..fio
ogle River, Alaska 99577 «
‘s T E S T H E L E L O G
907.694.70286%5/i9 Dote: �
Eer:
GEOTECHNICAL 6/25/19 I1
HEREBY CERTIFY THAT I HAVE SURVEYED THE -"' .,,.,�.iy '
'OLLOWING DESCRIBED PROPERTY=
%�.J,�', '_�/y.ozio,it/o./-G'.;j 2 -4 '/ ' DATE'
ND THAT NO ENCROACHMENTS EXIST EXCEPT AS ��6�r'
JDICATED. IT IS THE RESPONSIBILITY OF THE
WNER TO DETERMINE THE EXISTENCE OF ANY GRID'
ASEMENTS, COVENANTS, OR RESTRICTIONS 'GJ�6f
HICH DO NOT APPEAR ON THE RECORDED SUBDI- ` '
'SION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB' k
qY DATA HEREON BE USED FOR CONSTRUCTION
F FENCE LINES, OR FOR ESTABLISHING BOUND- DRAWN'
RY LINES. . % ice
-7,-,,V4/ � � r
, ,', �, � --. ,''p�:�T/`� C� �
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